2013, 12-17 Permit App: BLD-2013-2559 GarageSpokane
4Valley-
Aik Community Development
Residential Construction
Permit Application
Permit Center
11703 E Sprague Ave, Suite B-3
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
www.spokanevalley.org
PERMIT NUMBER:
PERMIT FEE:
New Construction
Addition/Remodel
Accessory Bldg
Deck
SITE ADDRESS:
037 /I /, G dy lai7e / /�, yy� fin' J
ASSESSORS PARCEL NO: 550 03 . / d 6 0 LEGAL DESCRIPTION: Lp . 7 //I� SS/vin ibeet4 5 A"lI P
Building Owner:/
DIMENSIONS:
z3 'Gti,e X Y2--/41/..
Name: L ! Y7 dt eYi add ilia ki S ee.
0400 4-)
Address:
2"" FLOOR SQ. FTG: /
City: State:
Zip:
Phone: col _Iiirig3 X07—.-$' 7 Fax:
GARAGE SQ. FTG:
7 3('
Describe the scope of work in detail:
•coo Sh/t.t '441 tyi 5P_
Contractor:
DIMENSIONS:
z3 'Gti,e X Y2--/41/..
/
Name: %Jll.SON G AJ L L( (/0
0400 4-)
Address: /j 5-e7i� F, /?ieva✓► G1
2"" FLOOR SQ. FTG: /
City:s 0 Jow l/y/ley State: /4U/4-
Zip.99:037
Phone: Fax:
GARAGE SQ. FTG:
7 3('
Contractor Lic No: /j A Exp Date:
30% SLOPES ON
PROPERTY:
City Business Lic. No: (0d l (1750 D "LJ
CONS RUCTION TYPE:
-ki-<re
Cost of,PrQject: $
Proposed Use: Le 5!
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK:
/ 9 If
DIMENSIONS:
z3 'Gti,e X Y2--/41/..
# OF STORIES:
/
TOTAL HABITABLE SPACE:
0
MAIN FLOOR TO SQ.
FTG:
2"" FLOOR SQ. FTG: /
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA: 800
FINISHED BAS ENT
SQ. FTG:
GARAGE SQ. FTG:
7 3('
DECK/COV. PATIO SQ. FTG:
0
30% SLOPES ON
PROPERTY:
# OF BEDROOMS:
0
CONS RUCTION TYPE:
-ki-<re
HEAT SOURCE
SEWER /OvRSEPTIC?
The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the
dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The
signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done
in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of
Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or
focal laws, codes or ordinances. 6) Plans or additional information may be required to be sub"- et.I sE e appDt re
this application can be processed.
SIGNATURE:
SMethod of Payment:
❑ Cash ❑ Check ❑ Mastercard
Bankcard #: Expires:
Authorized Signature:
REVISED 2/15/07
DATE:
/ 2.//7/zo/3
DEC 1 7 2013
❑ VISA
VIN \j PERMIT CENTER
SUB #
REV. #
Spokane
11703 E Sprague Ave Suite B-3 • Spokane Valley WA 99206
509.688.0036 ♦ Fax: 509.688.0037 ♦ cityhall@spokanevalley.org
•
Residential Plan Submittal Minimums
❑ Completed Building & Mechanical application with: Accurate address, Parcel
Number and/or Legal Description, description of work, owner and contractor
information, signature, and date.
❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans
With details, roof plan, framing plans & details.
❑ Show the height of any proposed buildings or accessory structures.
❑ Floor plan for each floor: Dimension to scale (minimum 1/8") and label each
Room (including sq. footage of house and garage on plans) Show each
level of existing house and square footage of any additions.
❑ All braced wall panel types: show locations and details of installation, including
engineered design.
❑ Egress windows: Provide at least one window or exterior door approved for
Emergency escape or rescue from a basement and in every room for sleeping.
❑ Smoke detector locations
❑ 22" X 30" attic access location
❑ 18" X 24" crawl space access:
❑ One-hour separation detail: between house and garage
❑ Floor framing details: Joist type, size, spacing and installation details
❑ Roof framing plan and details
❑ Furnace and hot water heater location.
❑ All header locations: type, size, and connections
❑ Foundation plan
❑ Insulation information
•
•
1-UUNUA 11UN FLAN
Woadma 5 ems., LIT 37
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW.
hir BUILDING DIMENSIONS: 2.3' to X- 32-1 1
GARAGE OPENING AND HEADER SIZE: /i r 1 370 //,,K,./5//z
/,�/ j/z ®r 5Y x /1 Ye/ 0/0 a /et /hi
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN.
EXISr//I/6- !'?/ AJ(/1-'7�Tl flegp Mme_
WIDTH
m
1.1111111M1 • OM
1
1
1
r
///
RIDGE LR
I 32'
. p 7/ -�
•
30g �a
Maki (,foot,
EVIEWED FOR CODE COMPLIANC
SPOKANE VALLEY BUILDIN DIVISION
kiNg IA 4A /ALA
/ i/ � -7 /3
-exf s
Wood
A,' wide
9ePf090 dowvi
Please note that while every effort Is made to assure the accuracy of the information contai is
not warranted for accuracy. This docu hent is not intended to address ail aspects sq regulato _ • 13 _..SP S57
project and should serve as a starting point for your investigation. For detailed information on a particulpproject,
permit, or code requirement refer directly to applicable file and/or code/regulator), documents or contact the
appropriate division.
DEC 1 7 2013
CSV PERMIT CENTER I
5 U B
REV. #
orunJ-t1Vc VHL.t..c I DUILUINL 1 UtV'AK I IVItN
11707 E. Sprague Avenue #106, Spokane Valley, Washington 99206 - Tel 509-668-0036 - Fax 509-658-0037
Following is a typical cross-section for a residential garage. It may not represent the proposed Project If you are using this detaa
as a pion of your plan submittal, please complete the requested information in the boxes provided on both sides of this sheet
This completed sheet, along with any additional information needs to be submitted with your aplication and be on site at the time
of inspection.
PROTECTION AND OPENINGS BETWEEN
DWELLINGS AND PRIVATE GARAGES SHALL HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE
RESISTNE CONSTRUCTION ON THE GARAGE SIDE:
* 51r TYPE "X" GYP BOARD (HABITABLE SPACE ABOVE)
` 12" GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEILING)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE
SHALL BE EQUIPPED WITH SOUD W000 DOOR, SOUD OR
HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8',
OR 20 MINUTE FIRE RATED DOORS.
ALTERNATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM
400 SQ. FT. TO 3000 SQ. FT.
SECTION A -A
NOTE:
Diagonal wall bracing required on
each corner and every 25 feet of wall.
Walls within 3 feet of a property line or
within 6 feet of a dwelling must be 1 hour
rated. (SW type 'C gypsum sheathing
on both sides of wall). Openings are not
permitted in these walls. Garages over
3,000 sq. It. require protection when
closer than 20 feet to the property Tine.
Parapets may be required.
ENGINEERED TRUSS -O
e AND SPACING
x @ 7- Z "1O.C.
ROOFING MATERIAL
ROOFING PAPER
ROOF
SHEATHING
SOLID BLOCKING
BE1WEEN.TRUSSES
WALL SHEATHING
SIDING
DOUBLE TOP PLATE
WALL HEIGHT U rr
1
6' MIN.
1
24" MIN.
@jtlo.C.
PRESSURE TREATED
SOLE PLATE
3-12' CONCRETE SLAB
—774-
6'
6' MIN.
6'x12
FOOTING
ANCHOR BOLTS
12'x9' MIN.
(rum CONCRETE)
6' O. C. OR APPROVED
ANCHOR INSTALLED
PER MANUFACTURER is
WALL CONSTRUCTION
•
MAX.
HEIGHT
10'
EXTENT OF HEADER
DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS)
EXTENT OF HEADER •
SINGLE PORTAL FRAME (ONE BRACED WALL PANEL)
TT
-MIN.3"x 11.25"NET HEADER
•
6'T018'
FASTEN TOP PLATE TO HEADER WITH TWO
ROWS OF 16D SINKER NAILS AT 3" O.C. TYP.
1000 LB STRAP OPPOSITE SHEATHING
1000 LBV
STRAP
FASTEN SHEATHING TO HEADER WITH 8D COMMON OR•
BOX NAILS IN 3"GRID PATTERN AS SHOWN AND
3" O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP.
•
MIN.WIDTH =16"FOR ONE STORY STRUCTURE
MIN. WIDTH = 24" FOR USE IN THE FIRST OF TWO
STORY STRUCTURES
MIN. 2x4 FRAMING
3/8"MIN. THICKNESS WOOD
STRUCTURAL PANEL SHEATHING
MIN.''
DOUBLE
2x4 POST
MIN. 4200 LB TIE -DOWN DEVICE (EMBEDDED INTO
CONCRETE AND NAILED INTO FRAMING)
SEE SECTION R602.10.3.3
For SI: 1 inch = 25.4 mm,1 foot = 304.8 mm, 1 pound f
MAX.
HEIGHT
10'
1.1-I• •
ii•
TYPICAL PORTAL �l
FRAME
CONSTRUCTION =`
FORA PANEL SPLICE �• •
(IF NEEDED), PANEL • •
EDGES SHALL BE
BLOCKED, AND OCCUR
WITHIN 24' OF MID -
HEIGHT. ONE ROW OF
TYP. SHEATHING -TO -
FRAMING NAILING IS
REQUIRED.
IF 2x4 BLOCKING 15
USED, THE 2x4'S MUST
BE NAILED TOGETHER ..
WITH 316D SINKERS ..
MIN. 1000 LB
TIE DOWN
DEVICE
N.
FIGURE 8602.10.3.3
METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS
EXTENT OF HEADER (TWO BRACED WALL SEGMENTS)
EXTENT OF HEADER (ONE BRACED WALL SEGMENT) —I. -
MIN.
— —
MIN. 3"x 11.25'NET HEADER
HEADER SHALL OCCUR AT TOP OF WALL
� _ c
k h
I' BIZ
I
2' TO 18' (FINISHED WIDTH)
FASTEN SHEATHING TO HEADER WITH 80 COMMON
NAILS IN 3' GRID PATTERN AS SHOWN AND 3' O.C. IN
FRAMING AS SHOWN (STUDS AND SILLS) TYP.
MINIMUM 1000 LB HEADER -TO -JACK STUD STRAP ON �v
BOTH SIDES OF OPENING PER TABLE R602.10.4.1.1
(INSTALL ON BACKSIDE AS SHOWN ON SIDE ELEVATION)
HEADER SHALL BE FASTENED TO THE KING STUD WIT
8-16D SINKER NAILS
FORA PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE
BLOCKED AND OCCUR WITHIN 24" OF MID HEIGHT. ONE
ROW OF TYP. SHEATHING -TO -FRAMING IS REQUIRED IN EACH
PANEL.
WOOD STRUCTURAL PANEL STRENGTH AXIS
MIN. (2) 2x4 TYP.
MN. LENGTH BASED ON 4:1 HEIGHT -TO -LENGTH RATIO:
FOR EXAMPLE 24"MIN. FOR 8' HEIGHT
BRACED
WALL
ISEGMENT
PER
R602.10.4
NO. OF
JACK STUDS
d PER TABLE
R502.5( &2)
TOP PLATE CONTINUITY IS
REQUIRED PER SECTION R602.3.2
L •
SIDE
ELEVATION
160 SINKER
NAILS IN 2 ROWS
@ 3' 0.C.
1000 LB HEADER -
T0 -JACK -STUD STRAP
ON 601H SIDES
OF OPENING
'AO MIN.
THICKNESS WOOD
STRUCTURAL PANEL
SHEATHING
\, �MIN. 2.5"x'he PLATE WASHER
ANCHOR BOLT PER R403.1.6TYP.
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound force = 4.448 N.
FIGURE 8602.10.3.4
METHOD PFG PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C
172 2009 INTERNATIONAL RESIDENTIAL CODE°
1
4t,
LOT 37
1839 N. Grady Lane
Prepared for: Lynden Woodmansee
North
Scale: 1" = 20'
Home Manufacturer: Valley Quality Homes
Width: 26'8" Length: 60'
Resident approval of site plan
Signature
Signature
date
date
21/ t ije ( 400 f);'1.
CV
BALDWIJ
LANE
00
.014.011%